NCC243023_Site Plan or Location Map_20241002

EROSION CONTROL NOTES
Z MAINTENANCE PLAN
A 1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
y FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
/ WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. WHEN DAMANGED,
THE FENCE SHALL BE REPLACED OR REPAIRED TO MAINTAIN BARRIER.
'/ 3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED
Z c ACCORDING TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN
o1 A DENSE VEGETATIVE COVER.
0
o"3 4.ANY AREAS STEEPER THAN 3:1 SLOPE SHALL BE PROVIDED TEMPORARY
o LASTELAND-DISTURBING STABILIZATION
ACTIVITY. ALLIOTHER CALENDAR
TURBED ARE FROM
ASTHE
SHALL
o�
�y PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 CALENDAR
---- - - —f DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
CONSTRUCTION SEQUENCE - PHASE 1
\ II I! O O]KIS AVENUE CONTRACTOR SHALL CONTACT NCDEQ AT 910-796-7215 AND THE CULLIPHER GROUP, PA
I AT 252-773-0090 FOR A PRE-CONSTRUCTION MEETING 48 HOURS PRIOR TO BEGINNING
\- -,,,,.-- 60 PUBLIC RIGHT OF WAY CONSTRUCTION.
20.u--------,-
,\--, --i9.s - °�°`
� _` -`� _ �---=._ -�-, ` , S _ I'- - , BEGIN CLEARING AND GRUBBING OF SITE.
r\�r ,�"r--- o• $ - , \ / % CONTRACTOR SHALL INSTALL SILT FENCE, SILT FENCE OUTLETS, AND CHECK
/1III1 ° /o / -1-9S- -e DAMS AS SHOWN ON THE APPROVED PLANS. SILT FENCE DUTLETS.SHALL BE
- Sr- �' �'--J�`—�'—x �''�� �' I I/�' PLACED AT ALL LOCALIZED LOW POINTS ALONG THE SILT FENCE. CONTRACTOR
j/ I \ \/ /If /JI SHALL LIMIT INITIAL CLEARING FOR INSTALLATION OF THESE DEVICES ONLY.
I ill �v �v IIII o0 o y� �v - I 11 I/ Illlglll
j /1 I1 PROPOSED TEMPORARY DIVERSIO�J j�CX a -�o,-a-- I iI Illlglll INSTALL TEMPORARY DIVERSION BERMS, SEDIMENT TRAPS, AND SKIMMER BASINS.
I/) I� I% BERM (TYPy4SEE DETAIL SH. ,.��,,�
i ` +4-• •�+ -+ ' 1 -- 1 41 )IIIg it STABILIZE SITE WITHIN 14 DAYS OF COMPLETING CLEARING AND GRUBBING.
( I 11 II i - I III I II/�/(11I�
1 25' X\50' TEMP RARY ..� 1 I t -�.\ _ ` II I I I' Ii 'I I- I� 1 CONSTRUCTION EIVTRANCEII SEE // �/ I 1 l� I Il il 11� Il
1 'III II I /// III I- _ /r 11 1 0� II I l l i WI II
1� I11/ l I / III - I 1 II - • =s,41 I lllilll,, II
/ ll N
�31 II If //J I \\ III \\0 I II p-� �`464.&'�_N:.o ��I,�1� I ll
N/F I I IIII / /// \\ ( 30.55'PROPOSED
APARTI,A SEES DETAILSPACED `1I i----� j1I\\ Il
GA D.B.N817S PG GO ODING II /Ifl I // \ -_VI \\ II I 11 i� \
NCPI RAP
M.B. 26PG PG.
137 329000 111 I // ti /� II I I III / y/ / ANDW311 SOUAREIDE BERM W YARDS ITH L GEOTEASS XTILEPFABRIC
141 y� J // \ %\ PROPOSED WET ETENTION POND oo ,, .
� 1 III I /� /
II I I // Tb,BE UTILIZED AS'SEDIMENT TRAP - 17 • I II 4,/I/
11 1 `h / DICING CONSTRUCT I4N. SEE SH. 7 I I 14�1'
PROPERTY LINE / W' / FOR DETAILS 1 REGRADE EXISTING DITCH 1 ) II // \ I I I II I/ II / \ 1 I 'I Ii' I I
/�._..--. 1 '+ I / \l _ _� i', I Ili
l� //"" eXSa i ? I1 II y,/ 30' WIDE EtdERGENCY Bl]PASS WITH =�._.-, [ I 1 1l
I ,ti. i / •1 I g• CLASS 1118' RIP RAP\18" DEEP ■`�ip���� ��' TEMPORARY 2" SKIMMER WITH
s WATTLE EVERY 50'. SEE 1 I T I \ \���Marl l 1 II; 1" ❑RIFICE INSTALLED DURING
-�. DETAIL SH. 5ftgAildraits
/ ,I 14 / d M - li PHASE 1
1111139111 EXCELSIOR BLANKET ) / I �-' / / �20.5 Y ( /
AND SEEDING 1 / ,1 / \ 1
III
SECTION A3-A3 i // / 1 - _ 1�` i m
NOT TO SCALE -I a2 x a. _ Y- 3 -r, ) / / !. 1 1 J 1 NOTES
1 --�\ `_� j /t f / i ��-/` o 1 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
1 - "� // /--- ----, il " / I \I � i TOWN OF MOREHEAD CITY
IV,
i
1 ) \ , (, -__�g:5- i S, m 1 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
\ II..1 I / , \`,"wab 3. ANY MATERIAL REMOVED FROM THE SITE MUST BE HAULED TO
'1 \\ III 11 1 // ism_ A PERMITTED SITE.
N/F III ill 1 // OUTLET
IPIPES
SINSTALLED
IN
i 1
1 GARY GOODING 1 II FOR 1 D.B. 1498 PG. 70 1 \ / D(SEETSH!N6 FOR DETAILS) 1 o0 1 oz\:
, M.B. 2 PG. 137 1 II
I NCPIN: 635606489312000 I 11i �'I'p ' I `
1 ;r I ; _�� 1 TOTAL TRACT AREA = 1.98 AC
PROPOSED SILT FENCE/LIMITS DFI III IlIII ;1 i o�M 1 PROPOSED LAND DISTURBANCE = 1 .98 AC
DISTURBANCE (TYP.)1 4' \ 1 .R I THERE ARE NO WETLANDS
1 1 11►,�I ` N/FI �No i PRESENT ON THIS SITE.
IIIll ` 11 EMILv 8 GEORGE GUTH [E z��N 1 PROJECT DRAINS TO WHITE OAK
;11 \ DB. 1769 PG. rgl I RIVER BASIN. NEWPORT RIVER
I 111 �1\ \ \ i� NCPI M.B. 26PG.,437 _, I .5 I P, CLASS C WATERS.
Ill ; \ ° �mz /, ALL DENUDED AREAS SHALL BE STABILIZED
fi 11 \, II y Ir , MPLETING
wiz ; �I CLEARING AND WITHIN 14 DGRUBBING AYS OF OOPERATION.
IIII'l I / \, �� I /
1 1II'III / / `I P I I / 1
1 11 / / I ; / / I , /
1 11 1 / J i1 / i , /
EX. GRAVEL DRIVE TO BE USED AS I IV (/ ( o '`-- -! 1 1I l REVISIONS:
1 TEMPORARY CONSTRUCTION ENTRANCE - \\\
�0 i , iJr TOWN OF MOREHEAD CITY
\ N/F No. BY DATE DESCRIPTION
i ( I \ I D.B. 1789 PG. 136 I COP 8/12/24 DEAR-DEWATERING
1 I \ I I, / _ \ '/ / M.B. 2 PG. 137
I.,. / �I I\ I-- -i,�- �---- ADDRESSES:
5324 HWY 161 8 151 BROOKS AVE.
\ // �' �' -- r \ / \ NCPINS: 635607580455000.
-y ' j l �j \ / 1 / -,...,-
---,_—;-,---2.___ r/ 635607582400000. 635607580294000
/
- I I / - �N �� ----.. \�® EROSION CONTROL PLAN - PHASE 1
. US HWY 70 MOREHEAD CITY FIRE STATION 3
VARIABLE WIDTH
PUBLIC RIGHT OF WAY MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
CLIENT:TOWN OF MOREHEAD CITY DESIGNED:
LEGEND RDC
ADDRESS: 1100 BRIDGES ST TEMPORARY DIVERSION BERM DRAWN:
Annul'', MOREHEAD CITY, NC 28557 RDC
—g— PROPOSED SILT FENCE �, NCA(Z�ii,
—« LIMITS OF DISTURBANCE /'DT-:'Ess/'ti4�T; PHONE: [phone] CHECKED:
O.0' O
-19.0- EX. CONTOUR 30 15 0 30 60 2a SEAL '`• _ THE CULLIPHER GR®U1P,P.,�. APPROVED:
-19.0- PROPOSED CONTOUR =
wy/ TITAN ' ',97•••••� - 13343 1 E N`l4 ENGINEERING & SURVEYING SERVICES RDC
111111//i:: ••••••U,f0w,.,/%l// �� 151A HIGHWAY 24
SHEET # 3 OF 11 9VaiNe :`4 ORCI AD CITY,N.C.28557 DATE:
SCALE:1 '=30' '' ''•
PROJECT #: PM2735 015 '1t0Oc/r.\v.• 2s217v -oos� n Ice SE NO.C- CALF: 4
DESIGN FILE #: PM2735-015 MOREHEAD FIRE DEPARTMENT 2D.dgn " "' NA D D. LIPH { I �I SCALE:
R NALD D. ULLIPHER,P.E.4 I I 1"=30'

EROSION CONTROL NOTES
O MAINTENANCE PLAN
A 1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
�
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
y
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
FUNCTIONS INDICATED ON THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. WHEN DAMANGED.
' THE FENCE SHALL BE REPLACED OR REPAIRED TO MAINTAIN BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
c
ACCORDING TO THE CONTRACT DOCUMENTS TO ESTABLISH AND MAINTAIN
yoA A DENSE VEGETATIVE COVER.
co 4.ANY AREAS STEEPER THAN 3:1 SLOPE SHALL BE PROVIDED TEMPORARY
,'2 OR PERMANENT STABILIZATION WITHIN 14 CALENDAR DAYS FROM THE
r3o-,, LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
o-3 PROVIDE TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 CALENDAR
y DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
OOK
S CONSTRUCTION SEQUENCE - PHASE 2
It I', OOKS AVENUE MASS GRADE SITE
: \ I EX.ELEV1979 60'
PUBLIC RIGHT OF WAY INSTALL DRAINAGE PIPES AND UTILITIES.
\` _ _N' `- .93 LEV 19.89 l •• EX.ELEV 20.17 �-
19:
`�'.._, ..... 5\_TB ELCv 19.29 -� -- „ -- _�'• Dw -'---1 FINE GRADE SITE. ROADWAYS, AND BUILDING PADS AND CONSTRUCT BUILDINGS.
17 25 / ��/
-Wy,iT B6 \ " \ / ' PAVE DRIVE AND PARKING AREA. PERFORM FINAL GRADING, SEED AND
L'Jw _./ -o-9,3- 6�'j MULCH ALL REMAINING DISTURBED AREAS.
srl" +'(�/ -----
I / u�a' 'i i:. __ • I I // I/I'll
I . - _,_��_ ,'„ it INLET PROTECTION II REMOVE SILT FENCE AND REGRADE SKIMMER BASIN TO DESIGN SPECIFICATIONS.
FEZG.o4 • ` �� ��lia ry f TYP.I :4/II
�1 20.0 FE20y�: 21'O..�Y. illin 9. '� -_..'20�A..- --•. I tI j111lllll
,11
I ,7.5„/I I' , n m I I // Iry0 ■ 8W21.26 I% . 21.0 �� , /
1 I I 1 ■�_ItiT,1�1® �2� I z,.s o trail
IIIII�III.:�a•¢ssx , 'r-tT Z•.'..R��:�p,� I I l ` Il:pII� r+z'��r 1111i I I 1
I II �Y®Y�O FE2 . "I�
b Y• fit, Ii'® FE2;/i`ram III II(1 i Illi I I`f'll III
°'/ /'/ j IL'al"F2�•s/\ 1 I -I'\ I II 1`�.,:�A.;E I I I IICLA9S 'B' RIP RAP WITH 11 SQUARE
/ I / ■ \ 1StII I I I I, II �7i1fi ij�/f ji+►i ° I I I Y,1RgS GEOTEXT ILE FABRIC
/ _"� / I ■ -m \\ II �__-- i IIII I I`` I
I I / • ■ l II I 1 'I� II ��I \
' GARY d NATASHA GOODINGB'�a""I ■ i �� I II ? \I
II
D.B.
M.B 21 PG G 13 67 I ^� ' %FE21.19 II !INh�Q� 1 II I II I lI I / ANDW310E SOUAREWYARDSL GEOTEXT ILEPFABR IC
E ..85 TC21.87 I JJ
I NCPIN: 635606489429000 1 /iI I///�/
I •/ 23 / W,. fa �'/ ooCC�S C d o G
I I 1 pY,' FF22.17 VERIFY W/ C E22.40 �/ I 1xli I I II pool •*I II I^ •- \ I II I I4,11111
I rt ?T.0 S,N
ECT •1 '/ u1- II I I I II I.
I
/ 20 SLOPAiN Ail A
1 N1 II I \ I IlI I II
' / / 7 GG s ■IilIi. _ .,IFE2�7-:..^ �I l` 'II I III
2 / FE 2
mm M -L l l I® \ � ( ( J1 ' 'III Ill
I //18.5 S S \ i .1�.•,atco lue� ry ('7 ,\f17
/ I <, 1■ l �•P1(42.3. GG I I �v c 'S�r>>1.�W� III I Ill
1ii . I 1
I / '/ I 2� �T / TG22.15 II 221' -« � �,81\R1\i�kn\f1�\N�
I I FE22.07 .I•�'' 11K.>v I
I `/// i 'm I ` /12
I �20.5 II / I' WE jRFLOW STRUCTURE --
I q NOTES
' I... _J.._-- ' C f9.5 =oat=:- `.' i� / 22.I r I( ?=s erail \ I 30' WIDE EMERC(ERIPNCY BYPASS
I / 190 \ y" s I I / 01 WITH CLASS 'B RIP RAP 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
_ �- / (1 I TOWN OF MOREHEAD CITY
''- - ' iff , (I o I 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
i5.kP'=,,,mNTA,,-- ,p I
I '"'FiETA1N ING WAS� /7 • 35 LF-SEGMFNTAL I I "r I
1 TOP OF WA "22.50 I 1? '� 21.9 flETA1NIN0 W�$LL I \I w�^'1 I 3. ANY MATERIAL REMOVED FROM THE SITE MUST BE HAULED TO
\ r-i p• , .,_,,1T1Q?�yaF..WAL1 22.50 I g',i� I A PERMITTED SITE.
I ) \ III r'ii�`'.0.. 21.8 I I\ WN I
I \ III II 2,y5T ry„I I I 'rm I
I \ III I li::.y�51TE21-«71 X .I {W I
I N/F -A 21.+" 1 .y I I .V?, I
I GARY SODDING III I I /!-' ao TOTAL TRACT AREA = 1.98 AC
D.B. 1498 PG. 70 III �. Izz,,. i / i w o csi 1
I M.B. 2 PG. 137 I , I I -. o 11 PROPOSED LAND DISTURBANCE = 1.98 AC
1 NCPIN: 635606489312000 III I„ I I 1 =^� I I THERE ARE NO WETLANDS
I I I z ' I I CNN I I PRESENT ON THIS SITE.
1 II • I ' " •m I I PROJECT DRAINS TO WHITE OAK
III MI i �a� i I RIVER BASIN, NEWPORT RIVER
' II I ,m ' 1 N/F ��No ' I CLASS C WATERS.
I- :2.1 JI I EMILY & GEORGE GUTHRIE i Z��N I ALL DENUDED AREAS SHALL BE STABILIZED
I� I "� °oi :, DMB5.iz6PGP $ I 1 b'O i / WITHIN 14 DAYS OF COMPLETING
1 II IiRi "2m1 m I NCPIN: S35 O S812700100 I >mZ I CLEARING AND GRUBBING OPERATION.
III I /'\ 1- Iii
i Joa i /
1 III I \ I I I 9 I I w Z I /,
I /II I 2.2 ....N`I ''' 1 1 I I i / I
/ I I 'Y1 r6�E.2.9: I I I / I
I /I I C2..22 ... 4...... / I / / 1
/ / I '
I I e/ „1. y 1 -'J I i I I REVISIONS:
I 1 ` ( ,'3.4,1. `-- •' I I 1 1 / N/F No. BY DATE DESCRIPTION
I \ '\ '•s �k' I I ` i/ TOWN OF MOREHEAD CITY
I \ IN 1 D.B.' 1789 PG. 136 I CDF 8/I2/24 DEMLR-DEWATER/ND
1 1 :IN i 1 .\ I/ / M.B. 2 PC. 137
\ ADDRESSES: 161 8 151 BROOKS AVE.
' ,�/,o_I`2„D I-_- -!��-��---- 5324 HWY 70
�RII■■■■I i'i157ii■ / 455000.
� 7
/ NCP INS:63560758240000080635607580294000
Ira iI D _ x _= _ - \ / - `' -- co
\ l=_ j s = -- EROSION CONTROL PLAN - PHASE 2
US H W Y 70 1 ,jr_.--_--. ...---_- _
G E%.EP 20.90 MOREHEAD CITY FIRE STATION 3
VARIABLE WIDTH 18.18 LF a 1%
PUBLIC RIGHT OF WAY MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
LEGEND CLIENT:TOWN OF MOREHEAD CITY DESIGNED:
RDC
DI DROP INLET
CB CATCH BASIN ADDRESS: 1100 BRIDGES ST DRAWN:
N Ol/, MOREHEAD CITY. NC 28557 RDC
HP HIGH POINT \��vQ CHECKED:
LP LOW POINT o' PHONE: [phone] LP LOW POINT � O.•'pESSi •.i �
-19.0- EX. CONTOUR =2-s- °,c y RDC
-19.0- PROPOSED CONTOUR 30 15 0 30 6I = 'Q SEAL �': E THE CULLIPHIER GROUP,P.A. APPROVED:
0 INLET PROTECTION ///////,",,,, = .13343 . "12 ENGINEERING & SURVEYING SERVICES RDC
iiiili ///%%%/% ---1,, '°INO-Az-,-T 151A HIGHWAY 24 DATE:
SHEET # 4 OF 11 SCALE.1 =30 ' '4( D CITY,N.C.28557
PROJECT #: PM2735-015 °o CULU\ '`'' (25 177 0090 L EN E NO.C-448 6/12/24
DESIGN FILE #: PM2735-015 MOREHEAD FIRE DEPARTMENT 2D.dgn 0�1 2�f SCALE:
R AL�N' D D.CULL H R,P.E. 1"=30'